20140957 Ver 1_15_Appendix_F_Neuse River - Site Specific REV D - No Seal_20170227

LEGEND
PERMANENT RIGHT-OF-WAY
F1L71L�11I7�
TEMPORARY RIGHT-OF-WAY
PERMANENT IMPACT
TOPSOIL SEGRAGATION AREA
i
EXTRA WORK SPACE
...... •
WETLAND
— — —
STREAM
— —
LIMITS OF DISTURBANCE
CONTOUR
SILT FENCE
SILT SOCK
ROCK CONSTRUCTION ENTRANCE
�]
TRENCH PLUG
-
WATER BAR
D
TEMPORARY SLOPE BREAKER
SEDIMENT CURTAIN
WATERBODY IMPACT
WATERBODY #
TEMP. IMPACT
PERMANENT IMPACT
SJOB105
0.27 ACRES
0.0 ACRES
WATERBODY IMPACT
200
150
100
50
0
0+00
2+00
3+00
4+00
5+00
WATERBODY CONSTRUCTION NOTES:
1. CONSTRUCTION TO BE AN OPEN CUT WET
CROSSING.
2. LIMIT USE EQUIPMENT OPERATING IN THE
WATERBODY TO THAT NEEDED TO CONSTRUCT
THE CROSSING.
3. WHILE OPEN CUTTING IN THE WATERWAY,
KEEP EXCAVATION AS CLOSE TO THE BOTTOM
OF THE WATERBODY AS POSSIBLE. USE A
SMOOTH MOTION AND PLACE THE SEDIMENT
ON THE BOTTOM OF THE STREAM. AVOID
DROPPING THE MATERIAL AS MUCH AS _
POSSIBLE.
4. A SEDIMENT CURTAIN SHALL BE USED IN '
STREAM ON THE DOWNSTREAM SIDE OF THE ( I
WORK AREA.
5. STABILIZE WATER WATERBODY BANKS AND
INSTALL TEMPORARY SEDIMENT BARRIERS
WITHIN 24 -HOURS OF COMPLETING IN -STREAM
CONSTRUCTION ACTIVITIES. \
6. RETURN ALL WATERBODY BANKS TO
PRE -CONSTRUCTION CONTOURS OR TO A
STABLE ANGLE OF REPOSE AS APPROVED BY \
THE ENVIRONMENTAL INSPECTOR. FILL BELOW \
THE ORDINARY HIGH WATER MARK SHOULD BE \
AVOIDED. \
7. INSTALL TRENCH PLUGS AND WATERBARS AS \
DIRECTED BY THE APPROVED EROSION AND \
SEDIMENTATION CONTROL PLAN ON BOTH
SIDES OF THE WATERWAY, AND AS DEPICTED.
ON THIS PLAN.
8. THE TRAVEL LANE SHALL BE CLEARED WITH /
SUBSOIL EXCAVATED FROM PIPELINE TRENCH • '-_ . -.
ONLY.
9. PIPELINE SHALL BE WEIGHTED WITH PIPESAK
OR APPROVED EQUAL IN RIVER CROSSING TO
ACHIEVE NEGATIVE BUOYANCY. j
6+00
7+00
STREAM CROSSING PROFILE
50' 0 50' 100'
SCALE:1 "=50'
STOCKPILE AREA FOR TOP
12" OF STREAM BED MATERIAL
25' PERMANENT RIGHT OF WAY
— PROPOSED AP -2
25' PERMANENT RIGHT OF WAY
FA
8+00
TRENCH SPOIL
BE PLACED IN
THIS AREA
APPROXIMATE LOCATION
/ OF SEDIMENT CURTAIN
PLAN VIEW
50' 0 50'
SCALE:1 "=50'
100'
9+00
STOCKPILE AREA FOR TOP —
12" OF STREAM BED MATERIAL
10+00
11+00
12+00
200
150
100
50
0
13+00
GENERAL NOTES AND COMMENTS: SYM. DATE BY I REVISION INFORMATION PROJECT/TASK APP. SEAL
REFERENCE Englneeringand Consulting, LLC
INITIATAtlantic Coast Pipeline, LLC_
3 INTEGRITY IVE INNOVATION
ELEVATION DATA FROM THE USGS GIS DATA CLEARING HOUSE. 925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
DRAWN: RRC /RLR 7/13/15
PIPELINE SURVEY INFORMATION PROVIDED BY GAI CONSULTANTS. r�r�E:
4/8/16 RLR REVISED RIGHT-OF-WAYS &ROUTING CHECKED: RVS / DLM 7/13/15 AP -2 SITE SPECIFIC PLAN F O R
�D
STREAM AND WETLAND DATA COLLECTED BY NATIONAL RESOURCE GROUP, LLC. Ac 11/18/15 RRC REVISED PER CLIENT COMMENTS APP. FOR BID: N E U S E RIVER
MAPPING DATUM -NC STATE PLANE - NAD 83 B 8/18/15 RRC REVISED PER CLIENT COMMENTS APP. FOR CONST.: DISTRICT: COUNTY: JOHNSTON STATE: NC GROUP DWG. NO. REV.
CONTOUR INTERVAL -5 FEET D
�A 7/13/15 RRC ISSUED FOR REVIEW SCALE: AS SHOWN D/R/F►LE: DOM/ACP/Site Specific/Neuse River
W
W
O
O
W
W
(D
C7
0
0
W
W
EXISTI
G GRADE
PRO
_
'MIN.
AL
m
I
3 ' MIN.
T
I
-
�j 'j
2+00
3+00
4+00
5+00
WATERBODY CONSTRUCTION NOTES:
1. CONSTRUCTION TO BE AN OPEN CUT WET
CROSSING.
2. LIMIT USE EQUIPMENT OPERATING IN THE
WATERBODY TO THAT NEEDED TO CONSTRUCT
THE CROSSING.
3. WHILE OPEN CUTTING IN THE WATERWAY,
KEEP EXCAVATION AS CLOSE TO THE BOTTOM
OF THE WATERBODY AS POSSIBLE. USE A
SMOOTH MOTION AND PLACE THE SEDIMENT
ON THE BOTTOM OF THE STREAM. AVOID
DROPPING THE MATERIAL AS MUCH AS _
POSSIBLE.
4. A SEDIMENT CURTAIN SHALL BE USED IN '
STREAM ON THE DOWNSTREAM SIDE OF THE ( I
WORK AREA.
5. STABILIZE WATER WATERBODY BANKS AND
INSTALL TEMPORARY SEDIMENT BARRIERS
WITHIN 24 -HOURS OF COMPLETING IN -STREAM
CONSTRUCTION ACTIVITIES. \
6. RETURN ALL WATERBODY BANKS TO
PRE -CONSTRUCTION CONTOURS OR TO A
STABLE ANGLE OF REPOSE AS APPROVED BY \
THE ENVIRONMENTAL INSPECTOR. FILL BELOW \
THE ORDINARY HIGH WATER MARK SHOULD BE \
AVOIDED. \
7. INSTALL TRENCH PLUGS AND WATERBARS AS \
DIRECTED BY THE APPROVED EROSION AND \
SEDIMENTATION CONTROL PLAN ON BOTH
SIDES OF THE WATERWAY, AND AS DEPICTED.
ON THIS PLAN.
8. THE TRAVEL LANE SHALL BE CLEARED WITH /
SUBSOIL EXCAVATED FROM PIPELINE TRENCH • '-_ . -.
ONLY.
9. PIPELINE SHALL BE WEIGHTED WITH PIPESAK
OR APPROVED EQUAL IN RIVER CROSSING TO
ACHIEVE NEGATIVE BUOYANCY. j
6+00
7+00
STREAM CROSSING PROFILE
50' 0 50' 100'
SCALE:1 "=50'
STOCKPILE AREA FOR TOP
12" OF STREAM BED MATERIAL
25' PERMANENT RIGHT OF WAY
— PROPOSED AP -2
25' PERMANENT RIGHT OF WAY
FA
8+00
TRENCH SPOIL
BE PLACED IN
THIS AREA
APPROXIMATE LOCATION
/ OF SEDIMENT CURTAIN
PLAN VIEW
50' 0 50'
SCALE:1 "=50'
100'
9+00
STOCKPILE AREA FOR TOP —
12" OF STREAM BED MATERIAL
10+00
11+00
12+00
200
150
100
50
0
13+00
GENERAL NOTES AND COMMENTS: SYM. DATE BY I REVISION INFORMATION PROJECT/TASK APP. SEAL
REFERENCE Englneeringand Consulting, LLC
INITIATAtlantic Coast Pipeline, LLC_
3 INTEGRITY IVE INNOVATION
ELEVATION DATA FROM THE USGS GIS DATA CLEARING HOUSE. 925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
DRAWN: RRC /RLR 7/13/15
PIPELINE SURVEY INFORMATION PROVIDED BY GAI CONSULTANTS. r�r�E:
4/8/16 RLR REVISED RIGHT-OF-WAYS &ROUTING CHECKED: RVS / DLM 7/13/15 AP -2 SITE SPECIFIC PLAN F O R
�D
STREAM AND WETLAND DATA COLLECTED BY NATIONAL RESOURCE GROUP, LLC. Ac 11/18/15 RRC REVISED PER CLIENT COMMENTS APP. FOR BID: N E U S E RIVER
MAPPING DATUM -NC STATE PLANE - NAD 83 B 8/18/15 RRC REVISED PER CLIENT COMMENTS APP. FOR CONST.: DISTRICT: COUNTY: JOHNSTON STATE: NC GROUP DWG. NO. REV.
CONTOUR INTERVAL -5 FEET D
�A 7/13/15 RRC ISSUED FOR REVIEW SCALE: AS SHOWN D/R/F►LE: DOM/ACP/Site Specific/Neuse River